R/R Damages on Katanda to Pokhi Road Km. 0/00 to 10/00 (SH C/O R/Wall at RD 5/090 to 5/100, 5/985 to 6/00, 6/190 to 6/198, 6/780 to 6/790, 9/485 to 9/500, 6/330 to 6/345, 7/300 to 7/318, 7/330 to 7/338, 7/375 to 7/385, 7/420 to 7/430, 7/490 to 7/500,

Earth work in excavation for structure as per drawing and technical specification clause 305.1 including setting out construction for shoring and bracing removal of stemps and other deleterious materials and disposal upto lead any meter dressing of side and bottom and back filling in trenches with excavated suitable material ordinary soil upto any depth or as per direction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals.

Providing and laying concrete for plain/rainforcement concrete 1:4:8 (one cement : eight sand : eight graded stone aggregae) in open foundation complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 or as per direction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals.

Providing weepholes in bricks masonry/stone masonry plain/reinforced complete abutment wing wall, return wall with 100 mm (one hundred millimeter) dia PVC pipe extending through the full with the structure with slope of 1(V):20(H) towards drewing face complete as per drawing and technical specification clause 614, 70, 1204.3.7 or as per direction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals.

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm (six hundred millimeter) with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 or as per direction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals.

Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 or as per direction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals.